복합소재를 이용한 교육시설의 기둥 내진보강공법에 관한 연구
A Study on the Seismic Retrofit of Column in Educational Facilities Using Composite Material
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초록
In paper after the strong earthquake of recently the Korea neighborhood, the Korean government survey show that the 86% of school buildings in Korea are in potential damage risk and only 14% of them are designed as earthquake-resistance buildings. Reinforcing projects of school have been conducting by the ministry of education, however their reinforcing methods done by not proved a engineering by experiment which results in uneconomical and uneffective rehabilitation for the future earthquake. An experimental and analytical study have been conducted for the shear and flexural reinforcing method of RC beam using composite beam. Based on the previous research, in this study, performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted and strengthening method is going to be on the market after their performance is proved by the test.
Abstract
In paper after the strong earthquake of recently the Korea neighborhood, the Korean government survey show that the 86% of school buildings in Korea are in potential damage risk and only 14% of them are designed as earthquake-resistance buildings. Reinforcing projects of school have been conducting by the ministry of education, however their reinforcing methods done by not proved a engineering by experiment which results in uneconomical and uneffective rehabilitation for the future earthquake. An experimental and analytical study have been conducted for the shear and flexural reinforcing method of RC beam using composite beam. Based on the previous research, in this study, performance evaluation for the column reinforcing of old school buildings using nonlinear analysis is going to be conducted and strengthening method is going to be on the market after their performance is proved by the test.
참고문헌 (23)
- Meteorological administration, "Earthquake the present state and facilities safety a measure", ~ (2005)
- Lee, Young-Tae, "Reinforcement concrete column behavior of shear reinforcement for carbon fiber sheet", Journal of the Architectural Institute of Korea, 18(4), pp.19~26 (2002)
- Kim, Young-Mun, "Non high-rise RC outside connector behavior for Non earthquake", Journal of the Concrete Institute of Korea, pp.481~486 (1998)
- Repair and reinforcement method for earthquake demage structure, "Bae, Quae-Wong", Construction Institute of Korea, ~ (1993)
- An experimental study on the seismic performance of brick-infilled steel frames With and without retrofit, "J. B. Mander", NCEER, ~, pp.technical report(93-0001) (1993)
- Mario E. Rodriguez, "Simulated seismic Load tests on two-story waffle -flat- plate structure rehabilitated by jacketing", ACI structure journal, pp.129~141 (1998)
- Hun, Dong-Gi, "Beam-column panel zone of structure capacity valuation and improvement for new material reinforcement", pp.2002
- Sakai, K., "What Do We Know about Confinement in Reinforced Concrete Columns", ACI Structural Journal, 86(2), pp.192~207 (1989)
- Park, Tae-Won, "An experimental study on the seismic performance reinforcement for Reinforcement Concrete", pp.1999
- Nam, Young-Sick, "An experimental study on the seismic performance beam-column eccentric joint connection under the cyclic loading", pp.2010
- Song, Woo-Young, "Seismic Performance Evaluation of non seismic desin University Buildings", pp.2011
- Jung, In-Kju, "Elasto-Plastic Finite Element Model of Steel Beam-Column Hunch Reinforcement Connections Subjected to Cyclic Loads", Journal of the Civil Institute of Korea,, (11), pp.976~979 (2002)
- Kwon. Min-Ho, "A Concrete Model for Analysis of Concrete Structure with Confinement", Journal of the Concrete Institute of Korea, 15(3), pp.433~442
- Cho, Chang-Gun, "Prediction of Compressive Behavior of FRP-Confined Concrete Based on the Three-Dimensional Constitutive Laws", Journal of the Concrete Institute of Korea, 16(4), pp.501~509
- Cho, Chang-Gun, "Model for Fiber Cross-Sectional Analysis of FRP Concrete Members Based on Multi-axial Stress States", Journal of the Civil Institute of Korea, 2002(22), pp.967~970 (2002)
- Cho, Chang-Geun, "Analytical Model of Concrete-Filled Fiber-Reinforced Polymer Tubes based on Multiaxial Constitutive Laws", Journal of Structural Engineering, 131(9), pp.1426~1433
- 권민호, "철근콘크리트 기둥의 3차원 비선형 유한요소 해석", 콘크리트학회 논문집, 16(3), pp.397~406 (2004), 한국콘크리트학회
- Minho Kwon, "A Hypoelastic model for Cyclic Response of Concrete Structures", ASCE Structural Congress Proceeding, pp.207~210 (1999)
- Minho Kwon, "A 3D Concrete Constitutive Model for Cyclic Analysis of Concrete Structures", KSCE Journal of Civil Engineering, 4(4), pp.165~173 (2000)
- T.A Balan, "Enrico Spacone, Minho Kwon, A 3D hypoplastic model for cyclic analysis of concrete structures", Engineering Structures, 23(4), pp.233~342 (2001)
- 정영수, "이축반복하중을 받는 2주형 철근콘크리트 교각의 내진성능과 보강", 한국지진공학회논문집, 10(3), pp.47~55 (2006), 한국지진공학회
- Sim, Jae-il, "An Experimental Study on the Flexural Behavior of Reinforced Concrete Columns Strengthened with Wire Rope and T-Shape Steel Plate units", pp.2008
- Lee, Kang-Suk, "Guide line for school facilities seismic performance evaluation and seismic reinforcement", Korea Educational Development Institute, 22~37 (2011)
